ST9902-LR060424
- In-Place Soil Moisture/DenF~' Tests by Nuclear Method
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
---..
Client:
Project:
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687 -5192-030
Report Date: 04/24/2006
Specifications
Test Data
--
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 04/19/2006
Technician: Joshua Davis
CurJe No.
Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pet
2208
ASTM D-698
Tan and Dark Brown Silty Clay
21.0 100.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct) (pet) Density
Storm Sewer Line "A-2"
117.0 Final Sta. 12+00 2208 6" 24.3 120.4 96.9 I(f)
118.0 Final Sta. 13+24 2208 6" 18.3* 114.5 96.8 96.3
An asterisk (*) appears next to test results which do NOT meet the project specifications.
* Non-Compliant: Contractor Notified, John Gay
;/~
~ .~7'f~
Test Method(s): ASTM D2922, ASTM D3017
Gauge: Humboldt
Gauge SN: 5000
Std. Density Count: 3780
Std. Moisture Count: 525
CMJ Engineering, Inc
l.~
R. Carl Lee, S.E.T.
CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
07 Page 1 of 1